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Home My WebLink AboutDRB110041 PlansSYMBOL LEGEND 994 PTARMIGAN RD RES IDENCE DRAWING LIST: SECTION NO. } A1.0 COVER SHEET ARCHITECTURAL DRAWINGS CONT. of r . BUILDING � w �, SECTION CUT SURVEY A9.4 INTERIOR ELEVATIONS (SLIFER DESIGNS) AR CHITECTS R E G R E S S PRI LANDSCAPE DRAWINGS A9.5 INTERIOR ELEVATIONS (SLIFER DESIGNS As.1 GA Gau g e RHSM Round Head Sheet Metal Screw @ raderen ineerin cam Foundation q WD Wood A9.6 INTERIOR ELEVATIONS {SLIFER DESIGNS} ) SHEET NO. _ / A9.7 INTERIOR ELEVATIONS (SLIFER DESIGNS) L -1 LANDSCAPE PLAN A9.8 INTERIOR ELEVATIONS (SLIFER DESIGNS) SE T A9,9 INTERIOR ELEVATIONS (SLIFER DESIGNS) ARCHITECTURAL DRAWINGS DETAIL NO. A9.10 INTERIOR ELEVATIONS (SLIFER DESIGNS) DETAIL CUT REFERENCE GRID ~ 1 _� . A9.11 INTERIOR ELEVATIONS US Mail Only: P.O. Box 2378 _. SHEET NO. ---/ Ao 1 �+ t pp 0 2/2 8 / A2.1 SITE PLAN A9.12 HALLWAY TILE LAYOUT Physical 1 Fedex: 210 Edwards LINE I S S u e D a t } e,� ■ A2.2 AREA CALCULATIONS A9.13 INTERIOR ELEVATIONS Village Blvd, Bldg A Suite A103 A3.0 CRAWL SPACE PLAN A9.14 INTERIOR ELEVATIONS Edwards, Colorado 81632 -2378 A3.1 LOWER LEVEL FLOOR PLAN A9,15 INTERIOR PERSPECTIVES (970) 926 4301, Fax: 926 4364 `R 'P, A3.2 MAIN LEVEL FLOOR PLAN A9.16 INTERIOR ELEVATIONS T.O. PW4. DETAIL CUT O T ELEVATION ELEV. ns run arc itec s.com _.... _.,., _ _...: :....:_ : ,. ......v... _ ..... _.,,_ .. , .. .,, .. _...�:.,,..:.: .. _ L n ar i .c _.._ . .. ... . ...:..:.... ...... , _.... ,. _, ....._ _ ...._ _., ... ,. , . ... :, .., . _ . , .... ,.... . , � om A3.4 ROOF PLAN A9.18 INTERIOR PERSPECTIVES P � , , ,.,. >, <,,:.,... :. :.: :::> :: : ,. ,;.,. � A3 3 UPPER LEVEL FLOOR PLAN A9 17 INTERIOR ELEVATIONS www. . ber lu d ch'tects 9 A8.1 S S1M. SITE ELEV. 116'-0 A4.1 ELEVATIONS A9.19 INTERIOR ELEVATIONS w , f R4.2 ELEVATIONS A9.20 INTERIOR ELEVATIONS V IONS A9.21 INTERIOR ELEVATIONS 1 ✓ .f ::' A4.4 ELEVATIONS A9.22 INTERIOR PERSPECTIVES DRAWING REVISION EXTERIOR ELEVATION N ;: „. -.:: }, >. <: r.; ,,t.,_ ._.: A4.5 ELEVATIONS A9.23 INTERIOR ELEVATIONS R € s�•• ? ; ? k .. r -� ,ry''�.:.: 't?:�` �' .' � `, A4.6 ELEVATIONS A9,24 INTERIOR ELEVATIONS A9 25 INTERIOR ELEVATIQ s: S NS A4 7 ELEVATION -- 1 ,; F P �,� f� " , . ,�,,, � ,,,; „� , § � ] - -, ..:. ,,,,,4.:,.z�..--- -°�- -� � A5 1 SECTIONS A10 1 LOWER LEVEL RC ROOM NUMBER LIVING 2 _. � ;. .: �: `" A5.2 SECTIONS A10.2 MAIN LEVEL RCP INTERIOR ELEVATION _..f 3 A9.1 j •' - �` _ �. � j �.. �.�,,,.:.,. .� :�, A10.3 UPPER LEVEL RCP ^' 100 P A5.4 SECTIONS Fm <:.. >:.: x : .,.. ; t ` LIGHTING DRAWINGS 100 ' € .� \ #: _� €. l A5.5 SECTIONS .: DOOR MARK NDOW MARK A ' ' ., a <>�` „ ...... `* - w " i : a �. �.; A5.6 SECTIONS WI 0 <R „�;E - . EL10.0 LEGENDS AND SCHED. -�-- / A5.8 SECTIONS EL10.1 LOWER LEVEL LIGHTING PLAN > J L1 .2 MAIN LEVEL LIGHTING PLAN ', A5.9 SECTIONS �' 'x. €:: i ,2 ,r : x 7. .tii2 „Z _ ��: :•: .a ..„baai'idta.:mL»` :�- • L .,,... ....... EL10,3 UPPER LEVEL LIGHTING PLAN MATERIAL LEG A5.10SECTIONS L10. 4 LANDSCAPE LIGHTING PLAN A5 _. ,. 11 SECTIONS E N PLAN SECTION PLAN , ^u STRUCTURAL DRAWINGS A5.12 SECTIONS SEC TION A,. A5.13 SECTIONS ,vv r , 4 SECTIONS UJ 0 N RA N TES COMPACTED FILL S1 GE E L O rII�R CONCRETE SOIL/ CO A5.15 SECTIONS A5.16 SECTIONS FOUNDATION PLAN S3 LOWER FRAMING PLAN A6 .1 DETAILS utg S4 MAIN FLOOR FRAMING PLAN -� #i, ,... A6.2 DETAILS t DETAILS R S PPE FLOOR FRAMING PLAN :€ . ;! ,:.,i`-• -E._. CONCRETE MASONRY ROCK! ;, ., A6 3 D L S6 ROOF FRAMING PLAN CON C a A6 4 DETAILS E , k.: I A6.5 DETAILS S7 FRAMING DETAILS NON - COMPACTED FILL [ _ .... , f t:.<. _` M:.: !` t S8 FOUNDATION DETAILS iR v t �h 4.:. n„ ,_ � .., .::. ,. z° a, � � t A6. DETAILS .S9 FOUNDATION DETA y Nk �r, € i =I A DETAIL �. r� S TONE SAND ....,......_ ..............:_. ..,: � . MECHANICAL DRAWINGS rte- . .'� /1!tf[�C.GL A kl ` A6.10 DETA Z _ ��t` ;�,�_� `,��; „, .,i ,, r .... ..,..,..... ,.. `... A6.1a DETAILS M0 0 MECH COVER SHEET � ,..n, ° ` A6.12 DETAILS M1.0 MECH. SCHEDULES I.R A6,13 DETAILS MIA MECH, SCHEDULES � J A7.1 STAIR SHEET M1.2 MECH. ZONING PLANS FRAME WALL FINISHED WOOD �... CODE INFORMATION A7.2 STAIR SECTIONS M1.3 GEOEXGHANGE SITE PLAN U. A7,3 STAIR SECTIONS M2.0 CRAWL SPACE MECH. PLAN A7.4 STAIR SECTIONS M2.1 LOWER LEVEL MECH, PLAN rUi CODE: 2009 IRC, 2009 EEC OCCUPANCY TYPE: SINGLE FAMILY HOME A7.5 3 -D STAIR CASE VIEW M2.2 MAIN LEVEL MECH PLAN A7 V TILE M2.3 UPPER LEVEL MECH PLAN ROUGH FRAMING OR .6 3-D HANDRAIL VIEW ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2009 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS A7.7 STAIR DETAILS P•20 CRAWL SPACE PIPING PLAN ROUGH SAWN TRIM DEMONSTRATED BY REScheck SOFTWARE, AS FOLLOWS: A7.8 ELEVATOR SHEET P2.1 LOWER LEVEL PIPING PLAN A7.9 ELEVATOR DETAILS P2.2 MAIN LEVEL PIPING PLAN R The following is a summary for the climate zone 6B of Table 402. 1.1 requirements of the IEC and as adopted by The Town of Vail, and an outline of the proposed R values of the assemblies of the building which are defined in the Construction A8.0 WINDOW AND DOOR SCHED. P2.3 UPPER LEVEL PIPING PLAN GLAZING ��_- (` WOOD BLOCKING Document Drawings and Specifications: ABA WINDOW DETAILS M3.0 MECH. SCHEMATICS A8.2 WINDOW DETAILS M3.1 MECH. SCHEMATICS "'� Maximum Glazing U- Factor of .30 for new single family dwelling units per Town of Vail amendments, this can be a weighted average. A8.3 WINDOW DETAILS M3.2 MECH, SCHEMATICS /° A8.4 WINDOW DETAILS M4.0 MECH. SPECIFICATIONS GLU -LAM WOOD Ceilings - Requirement of R -49 which is reduced to R -38 per N1102.2.1 since the construction techniques provide a full R -38 insulation value over the wall top plate. The design provides a full R -38 insulation value over the wall top plate as A8;5 DOOR DETAILS M4.1 GEOEXCHANGE SPECIFICATIONS STEEL follows: A8.6 DOOR DETAILS 1, Cathedral Roof Assembly - Provides R -75.5 per the 5/8" plywood over R -35 7" rigid foam panels over 5/8'" plywood over 2x12 filled with blown in R -40.5 cellulose insulation with GWB ceiling with a full R -38 assembly provided over top plate A8.7 DOOR DETAILS CIVIL DRAWINGS A8.8 DOOR DETAILS Walls - Requires R -20: Providing R -32,7 per the sum of the provided R values of the typical 2x6 wood framing wall assembly with 7/8" stucco or 6" stone veneer, over 2 5/8" insulation panel (5/8" exterior sheathing, R -12.9 2 "' rigid poly -iso foam A9.1 INTERIOR ELEVATIONS (SLIFER DESIGNS) 0001 CIVIL PLAN ALUMINUM OR PARTICLE BD. OR panels), 1/2" structural exterior sheathing, R -19.8 blown in cellulose insulation, and 5/8" drywall exceeds the requirement. A9.2 INTERIOR ELEVATIONS (SLIFER DESIGNS) C002 CIVIL DETAILS uires R -15 of continuous insulation: Providing R -38 p rovided R values of the R -20 4 SHEET METAL WOOD FIBER BD. Basement Walls - Re i typical with R -18 blown in A9.3 INTERIOR ELEVATIONS (SLIFER DESIGNS) Requires per the sum of the rigid foam insulation over the concrete wall with 1 1/2 airspace with Yf� 2x4 wood furring cellulose insulation and 5/8" drywall exceeds the requirement. Note: R -20 exterior insulation is provided at all below grade conditions. Note: some locations only have 1 1/2" furring with blown in R -5.4 cellulose at the iinterior but have R -20 at the RIGID INSULATION exterior. Mechanical room has no furring or interior insulation, but has R -20 at the exterior. BAIT INSULATION ION I c I Floors - Requires R -30: Pravidefng R -43.2 at the floor /ceiling assemblies between the house and garage per 12 of blown in cellulose insulation. Basement Slab - Requires R -15 for 4' (since the slab is heated)- Provides R -20 per the sum of the concrete thermal mass plus the R -20 exterior insulation from T.O. footing to grade, and the R -20 insulation continuous under the slab areas ACOUSTICAL GYP. WALL BOARD/ CEILING ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: REVISION a, CAL C �IIILZLR STUCCO/ PLASTER ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- Fire Retardant Treated Wood Shingles and Shakes. The copper shingle roofing will be installed to meet the required Class A roof assembly. No. Date Descriptions FIRE SPRINKLER SYSTEM: Building is to be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13 and the Town of Vail. A monitored fire alarm system will also be provided. CARPET tdll €l1111111NAIA111111I 1 02/28111 PLYWOOD - PLUMBING: See plumbing documents from Rader Engineering .� vv� MOVED EXT. WALL AT FIREPLACE MECHANICAL: See mechanical documents from Rader Engineering 1 ` "�` ,. CHIMNEY 21/4" TO THE SOUTH, MOVED WALLS AT ENTRY 1/2" TO THE WEST REVISED SITE COVERAGE EL ECTRICAL: See load calculations from Rader Engineering for service and electric panel sizing _ ____ �,,:,� �� \ t � �`•. y N '' CALCULATIONS PER WALL REVISIONS a.5 h«ti5�c SQUARE FOOTAGE AND SITE COVERAGE SUMMARY ��`' `\<� Ur�:� \�. �� ABBREVIATIONS PROJECT INFORMATION HABITABLE SF GRFA SF LEED GROSS SF *6 LOWER LEVEL 3,087 SF 556 SF *1 2950 SF AAD Attic Access Door GALV Galvanized RW Roof Window Zone District: Primary Secondary residential ( PS) MAIN LEVEL 2,424 SF 2,424 SF 2247 SF ADD Addendum GC General Contractor RO Rough Opening Lot is ,3599 acres, equal to 15,680 SF UPPER LEVEL 3,125 SF 3,125 SF 2935 SF ADJ Adjacent GL Glass SAN Sanitary GARAGE OVER 600 SF 56 SF ........... .......... .................... ........ € Allowable GFRA _ ............................................................_.._......................................................................................................... ............................... AOR Area of Refuge GR Grade SECT Section 46 SF /1 SFof site area < 10,000 SF of site 0,000 0.46 equals 4,600 SF AGG Aggregate GLB Laminated Wood Beam SEW Sewer per e area te area e area x equals TOTAL 8,636 SF 6,161 SF 8,132 SF x equa fi .38 SF 1 SF of site > 10,000 SF of site 5,000 0.38 uals 1,900 SF AFF Above Finished Floor GYP Gypsum SHT Sheet 13 SF per 1 SF of site area > 10,000 SF of site area 680 x 0 ALLOWABLE SF PROVIDED SF ALT Alternate GWB Gypsu m Wallboard SHLV Shelves ............................_................,.............................................................................._..............................._......................_..........................,....._.......................... ..,............................ ARCH Architectural HDW Hardware SIM Similar GARAGE 600 SF 656 SF *2 BM Beam HD Head SL Sliding GAN Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,588 SF SITE COVERAGE 3,136 SF 3,135 SF (SEE A2.2) GFRA 6,588 SF 6,165: SF � 94 PTARMI BRG Bearing HVAC Heating, Ventilating, SM Sheet Metal Allowable site coverage is 20% of lot 3,136 SF Between and Air Conditioning STC Sound- Transmission Class BET t AN A E IR SF SOFTSCAPE $ 023 SF BO Bottom Of HOR Horizontal STD Standard 15' from sides HARDSCAPE 20 BD Board HT Height SPEC Specification Setbacks a ` FEB 28 2011 BS Both Sides HWY Highway SQ Square 20' from front x� , ° /o OF LANDSCAPE AREA 1882 SF *3 BLDG Building ID Inside Diameter STL Steel 15' from rear TOTAL 9,408 SF 9,905 SF �',- r. CAB Cabinet INT Interior STRUCT Structure (al) Patio can extend to 1/2 the distance of the setback p Cpt Carpet JT Joint SUB Substitute Decks can encroach set back 5' *1 18% OF THE LOWER LEVEL WALL IS ABOVE EXISTING GRADE THEREFORE 18% OF THE LOWER 1 can encroach 4 GL Centerline LAM Laminate SUPPL Supplement (al) Roof or P - architectural projections ' LEVEL SF IS COUNTED AS GFRA. SEE A2.2. CER Ceramic LAV Lavatory SUSP Suspend (ed) � CLOS Closet MFG Manufacturer TEL Telephone Height *2 56 SF OF GARAGE AREA OVER THE ALLOWABLE 600 SF IS SHOWN IN THE GRFA CALCULATION : " A CMU Concrete Mason Unit MO Mason Opening TV Television Flat or mansard roofs not to exceed 30' COL Column MTL Material TEMP Tempered TAFFAPP46V L, PATIOS, WATER FEATURES AND T Masonry Mas g Sloping roof not to exceed 33' *3 60 % OF THE LOT MUST BE LANDSCAPED WHICH EQUALS 9,408 SF. HARDSCAPE (WALKS, DECKS, , v.. , HE LIKE EQUAL TO 20% OF THE REQUIRED LANDSCAPE AREA CAN `. CONC Concrete MAX Maximum IE That Is ). Garage COUNT AS LANDSCAPE AREA. 20 % 9408 SF EQUALS 1,8$1.6 SF. THUS 1$82.6 SF OF CJ Construction Joint MC Medicine Cabinet THK Thick ` Allow 600 sq. ft. per unit in addition to allowable GRFA HARDSCAPE CAN COUNT AS LANDSCAPE AREA. ;'\;. �� ' ' ` '��' �� „"✓ -- - - #0 CONT Continuous MECH Mechanical TPH Toilet Paper Holder' DP Damproofing MIN Minimum T &G Tounge and Groove Landscape *4 CRAWL SPACE IS 704 SF. DET Detail MISC Miscellaneous T &B Top and Bottom Min 60% of lot shall be landscaped which equals 9,408 SF. 9,905 SF is provided. 4 DIA Diameter NIC Not In Contract TO Top Of *5 UNDCONDITIONED WATER FEATURE EQUIPMENT VAULT IS IS 499 SF. DIM Dimension NA Not Applicable T Tread Parking Required per Chapter 10,, DW Dishwasher NTS Not to Scale TS Tube Steel If dwelling is more than 5,500 GRFA 5 spaces are required. 2 covered 9'x 18' (in garage) and 3 uncovered 9'x 19' parking *6 GROSS HABITABLE SF PER LEED CERTIFICATION REQUIREMENTS. STAIRS AND ELEVATOR AREA DN Down OC On Center TYP Typical spaces are provided. ONLY COUNTED ON (1) LEVEL AND MECHANICAL AND GARAGE AREA IS EXCLUDED. PRO GRESS PRICING DR Drain OPG Opening UG Underground DS Downspout QPP Opposite U.N.O. Unless Noted Otherwise W SET DRWG Drawing QSB Oriented Strand Board UNFIN Unfinished issue Date �2 /Zf EA Each OD Outside Diameter UBC Uniform Building Code PROJECT DIRECTORY D rawn b AG EL Elevation d Penny (nails, etc.) USG United States Gage EQ Equal PAF Power Actuated Fastened VAR Variable STRUCTURAL ENGINEER MECHANICAL ENGINEER CIVIL ENGINEER SOIL ENGINEER LANDSCAPE ARCHITECT LEED CONSULTANT SURVEYOR Scale EXIST Existing PERF Perforated (d) VENT Ventilate CLIENT ARCHITECT CONTRACTOR Checked by H13 PFSM Prefinished Sheet Metal EJ Expansion Joint VIF Verify In Field EXT Exterior PL Plate VERT Vertical International Milling Ltd. BERGLUND ARCHITECTS, LLC GEORGE SHAEFFER KRM Consultants Inc. Rader Engineering Alpine Engineering, Inc HP GEOTECH Sones Landscape Architecture Active Energies, Inc Lee Lechner FE CABT Fire Extinguisher Cabinet PLWD Plywood VAT Vinyl Asbestos Tile CONSTRUCTION COMPANY Group FOC Face Of Concrete PROD Product V Voltage Rio de la Plata 401 Ote. Contact: Hans Berglund or Adam Gilmer Contact: Tim Hennum Contact: Drew Rader Contact: Gary Brooks Contact: Steve Pawlack Contact: Megan Gilman 30946 County Road 356 FOS Face Of Stud PROJ Project WC Water Closet Col. del Valle, San Pedro Garza Garcia, Contact: Dennis Thompson Contact: Scott Sones Buena Vista, CO 81211* FIN Finish PROP Property WP Waterproof N.L. P.O. Box 2378 P.O. Box 4572 40690 Hwy, 6 P.O. Box 97 5020 Cty Rd 154 P,O. Box 7627 e FP Fireproof R Radius or Riser WT Weight Mexico, C.P. 66220 210 Edwards Village Blvd. P.O. Box 373, Vail, Colorado 81658 Vail, CO 81658 Suite E -1 34510 Highway 6, Unit A -9, Glenwood Springs, CO 81601 P.O. Box 115 Avon, CO 81620 Phone: (719) 395 -9160 REF Refer Suite Al 3 Avon, CO 81620 Edwards Business Gtr. Avon, CO 81620 102A Main St. Minturn, CO 81645 PAGE FL Floor REFR Refrigerator WIN Window d FD Floor Drain g W/ With (comb. form) Attn: Salvador Vargas uajar war way von, Colorado ffice: ( ) V Gdo Edwards, CO 81632 41011 High 6, A Coldo 81620 970 949 -9391 Edwards, CO. 81632 Phone: (970) 945 -7988 co Fax: 970 " FTG Footing REINF Reinforce (d) W/O Without Fax: {970 949 -0839 Phone: (970) 845 -7910 ( ) 945 -8454 Phone: { 970 ) 949 -6490 Phone: { 970 } 306 -4233 a , REQD Required Owners Project Manager- Dean Koll Office: (970) 926 -4301 Mobile: (970) 390 -6318 E -mail: tdh @krmconsultants.com Fax: (970 845 -7522 Phone: (970) 926 -3373 E -mail: hpgeo @hpgeotech.com Fax: (970) 262 -2162 Fax: (866) 403 -3485 1 Phone: (970) 376 -1297 Fax: (970) 924 -4364 Office: (970) 790 -1514 E -mail: drader 926 -3390 E -mail: scott @sonesla.com E -mail: megan@aetiveenergies,com g g• Fax: ( 970 ) GA E -mail dean @dkollarchitect.com E -mail: hans @berglundarchitects.com Fax: (970) 790 -1515 E -mail: brooks @alpinecivii.com a RM Room adam @berglundarchitects.com E -mail: dennist @gsconco.com ■ N N C\I .\ 11- ��`~ � � \ LO � ^a1 13''n5/8 . � . � " \ � Upper Level Area 3125 SF 18'-r1/2 rh 1T'8^ � ' a SITE COVPRA8E: The ratio of the total � o . Scale 1/811 11-011 building area ofosite to the total area of o _ Basements: On the lowest level of a structure, the total percentage of exterior wall surfaces unexposed and below existing or TOTAL WALL AREA: 3981.14 SF sz m site, the ' LO 6' 6" purposes of calculating site coverage, GARAGE SITE wall surface area shall be measured from the finished floor elevation of that level to the briderside of the structural floor members of 326739 SF / 3981.14 SF = .8207 Total Lot Area 15,680 SF "building area cfe site" shall mean that the floor/ceiling assembly above. For the purposes of these calculations, retaining walls and site walls shall not be considered COVERAGE Allowable site coverage is 20% of lot 3,136 SF portion ofu site occupied by any building, J =�- —7 CALCS TOTAL Proposed Site Coverage for Lot 1 3,125 SF LOWER LEVEL IS 3089 SF X.18= 556M SF OF GRFA @ LOWER LEVEL carport, porte-cochere. arcade, and 10SF Garage Site Coverage from Main Level 10 SF covered or roofed walkway constructed at, Total Site Coverage for Lot 1 3,135 SF below, or above grade oo measured from CD - the exterior face of the sheathing of the perimeter walls ur supporting columns. For the purposes of this dnfin)Uon.a balcony or deck projecting from ahigher 2 ^ elevation may extend over a lower balcony, deck or walkway, and in such case the | higher balcony or deck shall not bmdeemed ' a roof or covering for the lower balcony, deck or walkway. |n addition 0m the above, building area shall also include any portion ofu roof overhang, eaves, or covered stair, covered deck, covered porch, covered terrace or covered patio that extends more than four feet (4') from the exterior face of the perimeter building walls orsupporting columns. NOTE:NO ROOF OVERHANGS EXCEED | | ' 4'ANYVVHEREONPROPOSED ,. LOWER LEVEL AREA PLAN 1/A"= 11-0" � o . Scale 1/811 11-011 o _ Basements: On the lowest level of a structure, the total percentage of exterior wall surfaces unexposed and below existing or TOTAL WALL AREA: 3981.14 SF sz m ' LO GRFA calculations. The percentage deduction calculations shall be rounded to nearest whole percent. The lowest level's exterior GARAGE SITE wall surface area shall be measured from the finished floor elevation of that level to the briderside of the structural floor members of 326739 SF / 3981.14 SF = .8207 Total Lot Area 15,680 SF the floor/ceiling assembly above. For the purposes of these calculations, retaining walls and site walls shall not be considered COVERAGE Allowable site coverage is 20% of lot 3,136 SF —7 CALCS TOTAL Proposed Site Coverage for Lot 1 3,125 SF LOWER LEVEL IS 3089 SF X.18= 556M SF OF GRFA @ LOWER LEVEL 10SF Garage Site Coverage from Main Level 10 SF Total Site Coverage for Lot 1 3,135 SF A2.2 CD - Remaining Site Coverage I SF ,. LOWER LEVEL AREA PLAN 1/A"= 11-0" Unconditioned Water Feature Eguip. Vault Area 499 SF EE U DD cc co CD AA � ` FF Lower Level Area \ \ 3087 SF � � � N. US Mail Physical Fedex: 21 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 UJ UJ r *ft 00 Z A ' No. Dade Description i 02/28/11 ' ' � CHIMNEY 1/4" TO THE SOUTH, MOVED WALLS AT ENTRY 1/2 T0THEVYESr REVISED SITE COVERAGE ~ `^~.^~.~.-~PER WALL REV ' Checked by HB Scale 1/811 11-011 Basements: On the lowest level of a structure, the total percentage of exterior wall surfaces unexposed and below existing or TOTAL WALL AREA: 3981.14 SF finished grade, whichever is more restrictive, shall be the percentage of the horizontal area of the lowest level deducted from the COVERED WALL AREA: 3267.39 SF GRFA calculations. The percentage deduction calculations shall be rounded to nearest whole percent. The lowest level's exterior wall surface area shall be measured from the finished floor elevation of that level to the briderside of the structural floor members of 326739 SF / 3981.14 SF = .8207 the floor/ceiling assembly above. For the purposes of these calculations, retaining walls and site walls shall not be considered AREA part of the lowest level's exterior walls. 82% OF THE WALL IS COVERED. THEREFORE 18% OF BASEMENT SQUARE FOOTAGE COUNTS TOWARDS GRFA. CALCS TOTAL LOWER LEVEL IS 3089 SF X.18= 556M SF OF GRFA @ LOWER LEVEL MAIN LEVEL AREA PLAN LOWER LEVEL AREA CALCULATION A2.2 CD - 00 Unconditioned Water Feature Eguip. Vault Area 499 SF EE U DD cc co CD AA � ` FF Lower Level Area \ \ 3087 SF � � � N. US Mail Physical Fedex: 21 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 UJ UJ r *ft 00 Z A ' No. Dade Description i 02/28/11 ' ' � CHIMNEY 1/4" TO THE SOUTH, MOVED WALLS AT ENTRY 1/2 T0THEVYESr REVISED SITE COVERAGE ~ `^~.^~.~.-~PER WALL REV '